Research Article
Earthquake Response Analysis of Tall Reinforced Concrete Chimneys considering Eccentricity
Table 5
Maximum earthquake compressive stresses of the 150 m high chimney under the action of 11 earthquake waves considering vertical eccentricities.
| High | Serial number | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | Mean | Standard deviation |
| 5 | 17.010 | 7.717 | 11.246 | 14.230 | 3.482 | 10.097 | 5.921 | 7.997 | 3.671 | 6.339 | 7.160 | 8.625 | 4.215 | 15 | 18.103 | 7.988 | 9.306 | 14.845 | 2.561 | 10.899 | 6.311 | 8.594 | 3.176 | 6.847 | 7.752 | 8.762 | 4.583 | 25 | 17.811 | 7.554 | 9.795 | 16.047 | 2.853 | 11.025 | 6.220 | 7.992 | 3.318 | 6.901 | 9.003 | 8.956 | 4.662 | 35 | 16.475 | 6.128 | 10.006 | 15.363 | 3.864 | 9.321 | 5.186 | 7.083 | 4.455 | 6.180 | 8.760 | 8.438 | 4.190 | 45 | 19.225 | 5.138 | 12.582 | 16.774 | 5.095 | 6.611 | 4.861 | 6.217 | 4.728 | 4.847 | 8.994 | 8.643 | 5.222 | 55 | 21.856 | 5.972 | 14.454 | 18.917 | 4.458 | 7.092 | 5.830 | 6.942 | 4.052 | 4.971 | 8.281 | 9.348 | 6.172 | 65 | 24.280 | 8.720 | 13.826 | 18.302 | 4.572 | 12.040 | 7.450 | 9.123 | 4.556 | 6.848 | 9.922 | 10.876 | 6.010 | 75 | 23.119 | 11.202 | 16.489 | 18.571 | 5.310 | 16.889 | 8.408 | 11.441 | 5.503 | 10.154 | 11.935 | 12.638 | 5.573 | 85 | 20.135 | 12.336 | 18.254 | 18.691 | 4.395 | 19.644 | 8.477 | 12.966 | 5.251 | 11.897 | 12.518 | 13.142 | 5.579 | 95 | 23.456 | 14.853 | 17.752 | 22.674 | 5.197 | 21.044 | 9.936 | 15.339 | 6.017 | 13.187 | 12.684 | 14.740 | 6.205 | 105 | 23.388 | 15.798 | 19.462 | 25.328 | 5.928 | 20.219 | 10.333 | 17.028 | 6.852 | 13.349 | 11.428 | 15.374 | 6.429 | 115 | 23.024 | 13.572 | 24.448 | 23.733 | 7.695 | 16.853 | 9.306 | 14.868 | 7.790 | 12.157 | 10.025 | 14.861 | 6.370 | 125 | 19.287 | 10.223 | 23.603 | 18.134 | 8.715 | 11.734 | 7.027 | 11.008 | 7.465 | 9.020 | 8.885 | 12.282 | 5.508 | 135 | 10.645 | 5.170 | 15.509 | 9.135 | 6.332 | 5.451 | 3.760 | 6.105 | 4.277 | 4.523 | 5.318 | 6.929 | 3.522 | 145 | 2.028 | 0.928 | 3.245 | 1.614 | 1.427 | 0.880 | 0.714 | 1.370 | 0.909 | 0.823 | 1.085 | 1.366 | 0.740 |
|
|